Two welds, having length Li=150 L2=200 are required to attach a e to a column, as shown in Figure The allournble ch
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Q: 2-A bracket is welded to the side of a column and carries a vertical load P, as shown in Evaluate P…
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Q: 125 x 95 x 10 mm angle is welded to a frame by two 10 mm fillet welds, as shown in Figure bellow. A…
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Q: Q2/ Two welds, having length Li=150 and L2=200 are required to attach a plate to a column, as shown…
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- A spherical tank of diameter 48 in. and wall thickness 1.75 in. contains compressed air at a pressure of 2200 psi. The tank is constructed of two hemispheres joined by a welded seam (see figure). (a) What is the tensile load/ (lb per in. of length of weld) carried by the weld? (b) What is the maximum shear stress rm2Xin the wall of the tank? (c) What is the maximum normal strain e in the wall? (For steel, assume E = 30 X 10 psi and v = 0.29.)I need right solution with clear calculations. Two steel plates having yield point stress of 350 N/mm2 are joined together by double fillet welds of 10 mm thick as shown in figure. The weldment is from the same parent plate material. If the weld has to be replaced by 3 bolts of the same material, one each at A and B and one at mid-way between C and D, design the bolts. Take factor of safety as 2 for the bolts(a) A steel bar of thickness h is welded to a vertical support as shown in the figure. What is the shear stress in the throat of the welds due to the force F? Use the appropriate parameters from the table below for this specific problem. b= 4 in, c= 6in, d= 2 in, h=5/16, F= 100 kips (b) If F is working downward, find the shear stresses. d F b Rectar
- A bracket is as shown in figure 2. Determine the uniform weld size for the arrangement. The permissible shear stress of weld material is 80 MPa. Consider the loading condition as shown in figure.(a) A steel bar of thickness h is welded to a vertical support as shown in the figure. What is the shear stress in the throat of the welds due to the force F? Use the appropriate parameters from the table below for this specific problem. b= 4 in, d= 2 in, h=5/16, F= 100 kips (b) If F is working downward, find the shear stresses. h d FProblem A-1 [Pressure Vessel Problem] A welded cylindrical pressure vessel is shown in the figure. The inner diameter is 600 mm. The wall thickness is 10 mm. Given the gage pressure of 5 MPa, determine (1) the normal stress perpendicular to the weld line and (2) the shear stress parallel to the weld line. Weld Line 30°
- Q1: A 125 x 95 x 10 mm angle is welded to a frame by two 10 mm fillet welds, as shown in Figure bellow. A load of 16 kN is applied normal to he gravity axis at a distance of 300 mm from the center of gravity of welds. Find maximun shear stress in the welds, assuming cach weld to be 100 mm long and parallel to the axis of the angle. 16 kN 300 G! 125 100A steel plate, 80 mm wide and 10 mm thick, is joined toanother steel plate by means of a single transverse anddouble parallel fillet welds, as shown in figure. The strengthof the welded joint should be equal to the strength of theplates to be joined. The permissible tensile and shearstresses for the weld material and the plates are 100 and 70N/mm2 respectively. Find the length of each parallel filletweld. Assume that the tensile force passes through the centre of gravity of three welds.A steel bar of thickness h, to be used as a beam, is welded to a vertical support by two fillet welds as shown in the figure. The allowable shear stress in the weld is 148 MPa. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Fod d kb The dimensions for the parameters in the figure are given below. b = 52 mm c=138 mm d = 52 mm h = 5 mm What is the allowable force, F, on the weld? The allowable force, F, on the weld is kN.
- 3. A tie bar is welded to a plate and it is subjected to axial load, P. The length of the fillet weld L= 200 mm, and the size of fillet s= 6 mm. If the stress of the fillet weld is 100 MPa, the maximum load applied is;A steel bar of thickness h, to be used as a beam, is welded to a vertical support by two fillet welds as shown in the figure. The allowable shear stress in the weld is 148 MPa. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. + d The dimensions for the parameters in the figure are given below. b= 50 mm c=134 mm = 50 mm F d h = 4 mm Using electrode E7010, a bar that is hot-rolled 1020, and a support that is hot-rolled 1015, find the allowable force, F, on the weld. The allowable force, F, on the weld is 10.433 kN.An AISI 1050 HR solid tube of 20mm diameter is acted by force F1 = IkN, and force F2 of 2kN. The tube is welded to a larger round base by 3mm fillet weldment, the base is connected to the ground base (shown in gray color) by means of four bolts M8x1.25mm (property class of 4.8)). The bolts are evenly distributed at 20mm away from the center of the tube. R=100 F1 120 120. F2 R=100 D =20 120 R=3 D =60 40 Dimensions are in mm Perform the following the following: 1- Find the state of stress for the most critical point on the assembly and build the mohr's circle. Solve question 1